CN107044909A - A kind of test-bed for detecting the anti-rejection attaching means performance of pipeline - Google Patents

A kind of test-bed for detecting the anti-rejection attaching means performance of pipeline Download PDF

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Publication number
CN107044909A
CN107044909A CN201710016506.5A CN201710016506A CN107044909A CN 107044909 A CN107044909 A CN 107044909A CN 201710016506 A CN201710016506 A CN 201710016506A CN 107044909 A CN107044909 A CN 107044909A
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CN
China
Prior art keywords
rejection
attaching means
pipeline
jump bit
girder steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710016506.5A
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Chinese (zh)
Inventor
李化
沈重光
施永兵
高海琴
沈海平
钟林秀
刘祖鹏
杨杰
王建
陈广春
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Huitong Pipeline Equipment Co Ltd
Shanghai Nuclear Engineering Research and Design Institute Co Ltd
Original Assignee
Jiangsu Huitong Pipeline Equipment Co Ltd
Shanghai Nuclear Engineering Research and Design Institute Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Huitong Pipeline Equipment Co Ltd, Shanghai Nuclear Engineering Research and Design Institute Co Ltd filed Critical Jiangsu Huitong Pipeline Equipment Co Ltd
Priority to CN201710016506.5A priority Critical patent/CN107044909A/en
Publication of CN107044909A publication Critical patent/CN107044909A/en
Pending legal-status Critical Current

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M13/00Testing of machine parts
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M7/00Vibration-testing of structures; Shock-testing of structures
    • G01M7/08Shock-testing

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The present invention provides a kind of test-bed for detecting the anti-rejection attaching means performance of pipeline, and it includes base station, and the base station is used to carry the anti-rejection attaching means of pipeline;The base station is provided with jump bit, and the jump bit can the anti-rejection attaching means movement of relative duct size;The base station is provided with leading truck, and the leading truck is used for the mobile offer guiding for the jump bit;Jump bit hoisting mechanism and jump bit applying mechanism are provided with the top of the leading truck;The jump bit hoisting mechanism is used to drive the jump bit to rise;The jump bit relieving mechanism is used to discharge the jump bit so that the jump bit falls and moved towards the anti-rejection attaching means of pipeline.The test-bed for the detection anti-rejection attaching means performance of pipeline that the present invention is provided, with science, rationally, it is easy the features such as.

Description

A kind of test-bed for detecting the anti-rejection attaching means performance of pipeline
Technical field
The present invention relates to a kind of test-bed for detecting the anti-rejection attaching means performance of pipeline.
Background technology
Nuclear power station pipeline attaching means does not produce constraint, it is necessary in anti-rejection attaching means under pipeline normal operating condition to pipeline Certain gap is set between pipeline, to adapt to the movement of pipeline heat expansion.Due to the presence in gap, when pipeline ruptures, Pipeline can accumulate certain energy during whipping to anti-rejection attaching means, and energy demand is absorbed by anti-rejection attaching means, with Exempt to get rid of the secondary destruction of pipe generation.Requiring the anti-rejection attaching means of pipeline simultaneously, the root support reaction that produces is not during energy is absorbed Can be excessive, the integrality for structure of being taken root with guarantee.
By calculating, speed is typically up to 10m/s when burst pipe contacts anti-rejection attaching means, maximum up to more than 20m/s.
The whipping energy and medium injection counter-force of pipeline work in impact process are become by the plasticity of anti-rejection attaching means Shape absorbs.Now, corresponding constant jet impact load will be considered by also existing in the continuous action of medium injection counter-force, therefore experiment That is the effect of continuing load.
Thus detect that the test-bed of anti-rejection attaching means performance will be met and defined impact energy be provided anti-rejection attaching means, Three indexs such as impact velocity and sustained load.
The content of the invention
The present invention in view of the shortcomings of the prior art, proposes a kind of test-bed for detecting the anti-rejection attaching means performance of pipeline.
Detecting the test-bed of the anti-rejection attaching means performance of pipeline includes base station, and the base station is used to carry the anti-rejection constraint of pipeline Part;The base station is provided with jump bit, and the jump bit can the anti-rejection attaching means movement of relative duct size;The base station is provided with guiding Frame, the leading truck is used for the mobile offer guiding for the jump bit;Jump bit lifting is provided with the top of the leading truck Mechanism and jump bit applying mechanism;The jump bit hoisting mechanism is used to drive the jump bit to rise;The jump bit release Mechanism is used to discharge the jump bit so that the jump bit falls and moved towards the anti-rejection attaching means of pipeline;Set on the base station There is girder steel, the girder steel is arranged on the top of the anti-rejection attaching means of pipeline, the portion for being located at the path that the jump bit falls thereon Separate provided with hole is avoided, the avoidance hole is used to allow the jump bit by hit the anti-rejection attaching means of pipeline.
Preferably, the girder steel is arranged on holding for the anti-rejection attaching means of pipeline and got rid of above intrados.
Preferably, the part that the bottom of the girder steel is contacted with the anti-rejection attaching means of pipeline is semicircle cambered surface, the semi arch The size in face is identical with by the outer arc size of the pipeline of the anti-rejection attaching means constraint of pipeline.
Preferably, the part for the anti-rejection attaching means of impulse piping on the jump bit is its lower end, and the lower end With impact cambered surface, the size of the impact cambered surface is identical with by the outer arc size of the pipeline of the anti-rejection attaching means constraint of pipeline.
Preferably, the both sides of the base station are provided with auxiliary frame, and the auxiliary frame, which is used to install, applies sustained load System, the application sustained load system is counter weight device or constant hanger.
Preferably, the counter weight device includes counterweight frame, balancing weight, girder steel and girder steel boatswain chair;The balancing weight is placed In the counterweight frame, the counterweight frame hanging is on the girder steel;The girder steel is disconnected by hammer with the girder steel boatswain chair Pin is suspended on the load-bearing otic placode of the auxiliary frame;The top of the auxiliary frame is provided with disconnected pin hammer and for the disconnected pin Hammer the auxiliary leading truck of whereabouts into shape, the top of the auxiliary leading truck is provided with disconnected pin hammer hoisting mechanism and disconnected pin hammer relieving mechanism, institute Stating disconnected pin hammer hoisting mechanism is used to drive the jump bit to rise;The disconnected pin hammer relieving mechanism be used to discharging the disconnected pin hammer with The disconnected pin hammer is set to fall;Disconnected cotter way is carved with the disconnected pin of hammer.
Preferably, the hydraulic cylinder for lifting the counter weight device is also equipped with the auxiliary frame.
Preferably, it is in the bottom of the auxiliary frame in the range of the counterweight frame falls and is provided with buffering elastic Spring.
Preferably, the constant hanger includes spring constant hanger, the fixed frame of constant hanger and constant hanger Slewing frame, the spring constant hanger is arranged in the auxiliary frame, in the bottom of the auxiliary frame, the constant force The bottom girder connection of suspension bracket fixed frame and auxiliary frame, the slewing frame of the constant hanger is connected with the girder steel, the perseverance The working spring of power suspension bracket, which is in close to maximum functional, compresses state, and the girder steel is suspended on the disconnected pin connection of girder steel boatswain chair and hammer The load-bearing otic placode of the auxiliary frame.
Preferably, the strength and stiffness of the base station are far longer than the strength and stiffness of the anti-rejection attaching means of pipeline.
Compared with prior art, the invention has the advantages that:
1st, the test-bed for the detection anti-rejection attaching means performance of pipeline that the present invention is provided, impact energy is rushed by freely falling body The product of hammer weight and falling bodies height is realized;Impact velocity is highly calculated by falling bodies by freely falling body formula;Continuing load by The weight of the counter weight device of abrupt release is provided.It is higher with the measurement accuracy of height due to weighing, thus impact energy, impact speed Degree and continuing load no longer can be measured and recorded with other sensors.Therefore, anti-rejection constraint is tested using test-bed of the present invention Part performance have science, rationally, it is easy the features such as.
2nd, the test-bed for the detection anti-rejection attaching means performance of pipeline that the present invention is provided, can be carried for anti-rejection attaching means testpieces Apply simultaneously for defined impact energy and impact velocity, and in impact and be continuously applied sustained load, for detect it is anti-rejection about Can bundle keep integrality in process of the test, and the detection anti-rejection attaching means of pipeline fully absorbs punching by the plastic deformation of itself Hit energy and resist the ability of lasting carrying, and detect the anti-rejection attaching means deformation of pipeline.
3rd, the test-bed for the detection anti-rejection attaching means performance of pipeline that the present invention is provided, it is adaptable to shock loading can be resisted And momentum, and the mechanical test of energy apparatus with shock absorbing and the anti-throw protection device for undertaking continuing load.
Brief description of the drawings
The test-bed schematic diagram for the detection anti-rejection attaching means performance of pipeline that Fig. 1 provides for the present invention.
Fig. 2 is the jump bit bottom that provides of the present invention, and girder steel is central with anti-rejection attaching means contact portion detail drawing schematic diagram.
Fig. 3 is the jump bit bottom that provides of the present invention, and girder steel is central with the anti-rejection lateral view of attaching means contact portion.
The disconnected pin hammer that Fig. 4 provides for the present invention, girder steel boatswain chair, load-bearing otic placode and the disconnected pin detail drawing of hammer.
Fig. 5 is anti-rejection about for the detection that the use spring constant hanger that the present invention is provided substitutes counter weight device application continuing load The facade layout drawing of the test-bed of bundle performance.
Wherein:1-jump bit elevating mechanism and jump bit relieving mechanism;(2-1,2-2)-disconnected pin hammer relieving mechanism;(3- 1,3-2)-disconnected sell is hammered into shape;(4-1,4-2)-auxiliary leading truck;5-jump bit;6-leading truck;7-impact hammering blow cambered surface; (8-1,8-2,8-3,8-4)-counter weight device lifting hydraulic cylinder;(9-1,9-2,9-3,9-4)-load-bearing otic placode;(10-1,10- 2) the disconnected pin of-hammer;(11-1,11-2)-girder steel boatswain chair;12- girder steels;(13-1,13-2)-counterweight frame;(14-1,14-2)- Balancing weight;(15-1,15-2)-auxiliary frame;(16-1,16-2,16-3,16-4)-buffer spring;17-base station;18-U-shaped Anti-throwing part;The avoidance hole of jump bit descent path on 19-girder steel;20-girder steel and the lower camber side of anti-rejection attaching means contact-segment; 21-anti-rejection attaching means, which is held, gets rid of intrados;Disconnected cotter way is carved with the disconnected pin of (22-1,22-2,22-3,22-4)-hammer;(23-1,23- 2)-auxiliary frame bottom girder;(24-1,24-2)-constant hanger;(25-1,25-2)-fixed frame;(26-1,26-2)-return Turn framework;27-working spring.
Embodiment
In order to facilitate the understanding of the purposes, features and advantages of the present invention, it is below in conjunction with the accompanying drawings and specific real Applying mode, the present invention is further detailed explanation.
As illustrated in fig. 1 and 2, the test-bed of the detection anti-rejection attaching means performance of pipeline includes base station 17, and the base station 17 is used In the carrying anti-rejection attaching means of pipeline;The strength and stiffness of the base station are far longer than the strength and stiffness of the anti-rejection attaching means of pipeline. The base station 17 is provided with jump bit 5, and the jump bit 5 can the anti-rejection attaching means movement of relative duct size;The base station 17 is provided with Leading truck 6, the leading truck 6 is used for the mobile offer guiding for the jump bit;The top of the leading truck 6 is provided with impact Hammer hoisting mechanism and jump bit applying mechanism 1 into shape, wherein hoisting mechanism is used to drive the jump bit to rise, and relieving mechanism is used to release The jump bit is put so that the jump bit falls and moved towards the anti-rejection attaching means of pipeline;The base station 17 is provided with girder steel 12, the girder steel 12 is arranged on the top of the anti-rejection attaching means of pipeline, the part for being located at the path that the jump bit falls thereon Avoidance hole 19 is offered, the avoidance hole is used to allow the jump bit by hit the anti-rejection attaching means of pipeline.
As shown in figure 3, the girder steel 12, which is arranged on holding for the anti-rejection attaching means of pipeline, gets rid of the top of intrados 21.The girder steel The part that bottom is contacted with the anti-rejection attaching means of pipeline be semicircle cambered surface 20, the size of the semicircle cambered surface with by the anti-rejection constraint of pipeline The outer arc size of the pipeline of part constraint is identical.The part for the anti-rejection attaching means of impulse piping on the jump bit is under it End, and the lower end is with impact cambered surface 7, the size of the impact cambered surface 7 and by the pipeline of the anti-rejection attaching means constraint of pipeline Outer arc size is identical.
As shown in figs. 1 and 4, the both sides of the base station are provided with auxiliary frame (15-1,15-2), and the auxiliary frame is used for Install and apply sustained load system, the application sustained load system is counter weight device or constant hanger.The counter weight device bag Include counterweight frame (13-1,13-2), balancing weight (14-1,14-2), girder steel 12 and girder steel boatswain chair (11-1,11-2);The counterweight Block is placed in the counterweight frame, and the counterweight frame hanging is on the girder steel;The girder steel is logical with the girder steel boatswain chair The disconnected pin of hammer is crossed to be suspended on the load-bearing otic placode (9-1,9-2,9-3,9-4) of the auxiliary frame;The top of the auxiliary frame is set Disconnected pin hammer (3-1,3-2) and the auxiliary leading truck (4-1,4-2) fallen for the disconnected pin hammer are equipped with, the auxiliary leading truck Top is provided with disconnected pin hammer hoisting mechanism and disconnected pin hammer relieving mechanism (2-1,2-2), and the disconnected pin hammer hoisting mechanism is used to drive institute State jump bit rising;The disconnected pin hammer relieving mechanism (2-1,2-2) is used to discharge the disconnected pin hammer so that the disconnected pin hammer falls; Disconnected cotter way (22-1,22-2,22-3,22-4) is carved with the disconnected pin (10-1,10-2) of hammer.
The hydraulic cylinder (8-1,8-2,8-3,8-4) for lifting the counter weight device is also equipped with the auxiliary frame. The bottom of the auxiliary frame be in the counterweight frame fall in the range of be provided with buffer spring (16-1,16-2,16-3, 16-4)。
As shown in figure 5, the constant hanger includes spring constant hanger (24-1,24-2), the fixed frame of constant hanger The slewing frame (26-1,26-2) of frame (25-1,25-2) and constant hanger, the spring constant hanger is arranged on the auxiliary In framework, in the bottom of the auxiliary frame, the bottom girder of the constant hanger fixed frame and auxiliary frame is connected, the constant force The slewing frame of suspension bracket is connected with the girder steel, and the working spring of the constant hanger, which is in close to maximum functional, compresses state, The girder steel is suspended on the load-bearing otic placode of the auxiliary frame with the disconnected pin connection of girder steel boatswain chair and hammer.
The operation principle of the test-bed for the detection anti-rejection attaching means performance of pipeline that the present embodiment is provided:
The anti-rejection attaching means that need to be tested is arranged on base station, and jump bit lifts the height to setting by jump bit elevating mechanism Spend H1.Meanwhile, balancing weight is placed according to calculating in counter weight device, and after being lifted by hydraulic lifting apparatus, with passing through girder steel Boatswain chair and the disconnected pin of hammer are suspended on auxiliary frame, then release hydraulic lifting apparatus.Disconnected pin hammer is hammered elevating mechanism into shape by disconnected pin and carried It is raised to setting height H2.The hoisting depth H1 of jump bit should hammer hoisting depth H2 and jump bit relieving mechanism and disconnected pin hammer into shape with disconnected pin The actuation time of relieving mechanism mutually coordinates, while the jump bit is impacted anti-rejection attaching means, and the disconnected pin of hammer is disconnected by rapid hammer, will match somebody with somebody The gravity put is reset while being transferred on anti-rejection attaching means.
In addition, as shown in figure 3, making the anti-rejection attaching means (18) that U-bend song is made with strip material, restrained pipeline is placed in U-shaped inner chamber.Moved downward during pipeline whipping, impact U-bend, the stretching plastic deformation through strip material absorbs impact energy. This test-bed simulates the whipping of pipeline using jump bit (5) free falling.It is required that when impact velocity is 10m/s, jump bit Height of drop H1 should be not less than 5m;It is required that when impact velocity is 20m/s, the height of drop H of jump bit should be not less than 20m.Impact The quality of hammer should be slightly bigger than impact kinetic energy/height of the fall H1, because the potential variation in jump bit whereabouts has sub-fraction and disappeared Consumption is in the deformation of jump bit etc..
In order to simulate the whipping of pipeline, jump bit end cambered surface (7) and provide the girder steel (12) of continuing load with it is anti-rejection about The lower camber side (20) that bundle (18) is in contact should be identical with the excircle dimension of restrained pipeline.
In order to ensure that jump bit falls to orienting, jump bit both sides are provided with leading truck.Meanwhile, in order to ensure that impact energy is direct Act on anti-rejection attaching means, the girder steel center of simulation continuing load will set avoidance hole (19).
In order to simulate medium injection sustained load during pipeline breaking, using being placed in the anti-rejection attaching means inner chamber girder steel of pipeline (12) two ends suspended counterweight device (another scheme, hang constant hanger) simulates sustained load.Hang on girder steel (12) On counterweight frame (13-1,13-2) in place balancing weight (14-1,14-2).Counter weight device is completed after counterweight, by with refitting Lifting hydraulic cylinder (8-1,8-2,8-3,8-4) lifting counter weight device is put, leads to the girder steel boatswain chair (11-1) (11-2) of connection girder steel Cross load-bearing otic placode (9-1) (9-2) (9-3) (9- that the disconnected pin (10-1) (10-2) of hammer is connected on auxiliary frame (15-1) (15-2) 4).Complete after girder steel boatswain chair and the connection of load-bearing journal stirrup, release hydraulic lifting apparatus connection.
The top of the disconnected pin of hammer sets the pin hammer (3-1,3-2) that breaks, and the pin that breaks is hammered into shape to arrive by the disconnected pin lifting device (2-1,2-2) of hammer and needed The height wanted.In order to just hit hammer disconnected pin when ensureing that disconnected pin hammer falls, in disconnected pin hammer both sides provided with disconnected pin hammer leading truck.In order to Ensure disconnected pin (10-1) (10-2) plane of disruption of hammer will not jam girder steel boatswain chair fall rapidly from load-bearing otic placode, the disconnected pin of hammer is preferably used Fragile material is manufactured, and sets hammer fault trough (22-1) (22-2) and (22-3) (22-4) in the section for requiring to cut.
Counter weight device is collided after constantly, preventing anti-rejection attaching means (18) to be thrust using counter weight device offer continuing load Auxiliary frame or ground, thus add buffer spring (16-1) (16-2) (16-3) (16-4).
When providing continuing load using spring constant hanger (24-1) (24-2), the two groups of springs in left and right are accurately adjusted The output load of formula constant hanger (24-1) (24-2) is equal, and slewing frame (26-1) (26-2) is from stroke end to stroke The not constant force degree of output load is as far as possible small between point.
Compared with prior art, the present embodiment has the advantages that:
1st, the test-bed for the detection anti-rejection attaching means performance of pipeline that the present embodiment is provided, impact energy is by freely falling body The product of jump bit weight and falling bodies height is realized;Impact velocity is highly calculated by falling bodies by freely falling body formula;Continuing load There is provided by the weight of the counter weight device of abrupt release.It is higher with the measurement accuracy of height due to weighing, thus impact energy, impact Speed and continuing load no longer can be measured and recorded with other sensors.Therefore, it is anti-rejection about using test-bed of the present invention test Bundle performance have science, rationally, it is easy the features such as.
2nd, the test-bed for the detection anti-rejection attaching means performance of pipeline that the present embodiment is provided, can be anti-rejection attaching means testpieces Impact energy and impact velocity as defined in providing, and apply simultaneously in impact and be continuously applied sustained load, it is anti-rejection for detecting Can attaching means keep integrality in process of the test, and the detection anti-rejection attaching means of pipeline is fully absorbed by the plastic deformation of itself Impact energy and the ability for resisting lasting carrying, and detect the anti-rejection attaching means deformation of pipeline.
3rd, the test-bed for the detection anti-rejection attaching means performance of pipeline that the present embodiment is provided, it is adaptable to impact can be resisted and carried Lotus and momentum, and the mechanical test of energy apparatus with shock absorbing and the anti-throw protection device for undertaking continuing load.
The embodiment of each in this specification is described by the way of progressive, and what each embodiment was stressed is and other Between the difference of embodiment, each embodiment identical similar portion mutually referring to.For system disclosed in embodiment For, due to corresponding to the method disclosed in Example, so description is fairly simple, related part is referring to method part illustration .
Those skilled in the art can realize described function to each specific application using distinct methods, but It is this realization it is not considered that beyond the scope of this invention.
Obviously, those skilled in the art can carry out the spirit of various changes and modification without departing from the present invention to invention And scope.So, if these modifications and variations of the present invention belong to the claims in the present invention and its equivalent technologies scope it Interior, then the present invention is also intended to including these changes and modification.

Claims (10)

1. a kind of test-bed for detecting the anti-rejection attaching means performance of pipeline, it is characterised in that including base station, the base station is used to hold Carry the anti-rejection attaching means of pipeline;The base station is provided with jump bit, and the jump bit can the anti-rejection attaching means movement of relative duct size;It is described Base station is provided with leading truck, and the leading truck is used for the mobile offer guiding for the jump bit;Set at the top of the leading truck It is equipped with jump bit hoisting mechanism and jump bit applying mechanism;The jump bit hoisting mechanism is used to drive the jump bit to rise; The jump bit relieving mechanism is used to discharge the jump bit so that the jump bit falls and moved towards the anti-rejection attaching means of pipeline It is dynamic;The base station is provided with girder steel, and the girder steel is arranged on the top of the anti-rejection attaching means of pipeline, thereon be located at the jump bit The part in the path of whereabouts offers avoidance hole, and the avoidance hole is anti-rejection about to hit pipeline for allowing the jump bit to pass through Bundle.
2. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 1, it is characterised in that the girder steel Holding for the anti-rejection attaching means of pipeline is arranged on to get rid of above intrados.
3. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 1, it is characterised in that the girder steel The part that is contacted with the anti-rejection attaching means of pipeline of bottom be semicircle cambered surface, the size of the semicircle cambered surface with by the anti-rejection constraint of pipeline The outer arc size of the pipeline of part constraint is identical.
4. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 1, it is characterised in that the impact The part for the anti-rejection attaching means of impulse piping on hammer is its lower end, and the lower end has impact cambered surface, the impact arc The size in face is identical with by the outer arc size of the pipeline of the anti-rejection attaching means constraint of pipeline.
5. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 1, it is characterised in that the base station Both sides be provided with auxiliary frame, the auxiliary frame, which is used to install, applies sustained load system, the application sustained load system Unite as counter weight device or constant hanger.
6. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 5, it is characterised in that the counterweight Device includes counterweight frame, balancing weight, girder steel and girder steel boatswain chair;The balancing weight is placed in the counterweight frame, described to match somebody with somebody Weight framework hanging is on the girder steel;The girder steel is suspended on holding for the auxiliary frame with the girder steel boatswain chair by the disconnected pin of hammer On weight otic placode;The top of the auxiliary frame is provided with disconnected pin hammer and the auxiliary leading truck fallen for the disconnected pin hammer, described Aid in the top of leading truck provided with disconnected pin hammer hoisting mechanism and disconnected pin hammer relieving mechanism, the disconnected pin hammer hoisting mechanism is used to drive The jump bit rises;The disconnected pin hammer relieving mechanism is used to discharge the disconnected pin hammer so that the disconnected pin hammer falls;The hammer Disconnected cotter way is carved with disconnected pin.
7. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 6, it is characterised in that the auxiliary The hydraulic cylinder for lifting the counter weight device is also equipped with framework.
8. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 6, it is characterised in that described auxiliary Help the bottom of framework to be in the range of the counterweight frame falls and be provided with buffer spring.
9. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 5, it is characterised in that the constant force Suspension bracket includes the slewing frame of spring constant hanger, the fixed frame of constant hanger and constant hanger, the spring constant force Suspension bracket is arranged in the auxiliary frame, in the bottom of the auxiliary frame, the constant hanger fixed frame and auxiliary frame Bottom girder connection, the slewing frame of the constant hanger is connected with the girder steel, and the working spring of the constant hanger is in connecing Nearly maximum functional compression state, the girder steel is suspended on the load-bearing ear of the auxiliary frame with the disconnected pin connection of girder steel boatswain chair and hammer Plate.
10. the test-bed of the detection anti-rejection attaching means performance of pipeline according to claim 1, it is characterised in that the base The strength and stiffness of platform are more than the strength and stiffness of the anti-rejection attaching means of pipeline.
CN201710016506.5A 2017-01-10 2017-01-10 A kind of test-bed for detecting the anti-rejection attaching means performance of pipeline Pending CN107044909A (en)

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RU2744319C1 (en) * 2020-08-04 2021-03-05 Федеральное государственное бюджетное образовательное учреждение высшего образования "Тульский государственный университет" (ТулГУ) Installation for dynamic tensile testing of flat samples of materials
CN112629797A (en) * 2021-02-05 2021-04-09 沈阳工业大学 Vertical high-speed impact testing machine capable of generating negative waves
CN113109032A (en) * 2021-03-04 2021-07-13 山东科技大学 Measurement experiment method for transient whipping behavior of pressurized pipeline
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CN103323202B (en) * 2013-06-03 2015-11-04 吉林大学 A kind of adjustable-angle lander falling weight impact test device
CN104614142A (en) * 2015-01-30 2015-05-13 太原理工大学 Circular pipe sideward swing impact device and test method thereof
CN104913894A (en) * 2015-05-21 2015-09-16 清华大学 Horizontal impact test method and horizontal impact test device for pipeline whip preventing device
CN104990814A (en) * 2015-06-23 2015-10-21 哈尔滨工程大学 Impact test device and test method for nuclear power station U-shaped pole type anti-flinging piece

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CN109580155A (en) * 2018-12-29 2019-04-05 上海核工程研究设计院有限公司 A kind of the benchmark setting method and its realization device of the anti-whipping part test of U-bar type
CN109580155B (en) * 2018-12-29 2021-06-22 上海核工程研究设计院有限公司 Standard setting method for U-bar type whip-proof part test and implementation device thereof
RU2744319C1 (en) * 2020-08-04 2021-03-05 Федеральное государственное бюджетное образовательное учреждение высшего образования "Тульский государственный университет" (ТулГУ) Installation for dynamic tensile testing of flat samples of materials
CN112629797A (en) * 2021-02-05 2021-04-09 沈阳工业大学 Vertical high-speed impact testing machine capable of generating negative waves
CN113109032A (en) * 2021-03-04 2021-07-13 山东科技大学 Measurement experiment method for transient whipping behavior of pressurized pipeline
RU2789212C1 (en) * 2022-05-13 2023-01-31 Федеральное государственное бюджетное образовательное учреждение высшего образования "Тульский государственный университет" (ТулГУ) Installation for dynamic testing of cylindrical samples of materials for tension

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Application publication date: 20170815